AHMSA, welded sections · Wide Flange (I-beam)
Wide flange beams (W shapes / I-beams) are the most common structural steel profile used in building construction. They are used for beams, columns, and girders in steel-framed buildings and bridges. Designed per AISC 360, Eurocode 3, and NBR 8800.
The I 1905x406.4x11.1x15.9 steel profile weighs 264.7 kg/m (177.86 lb/ft), has a depth of 1905 mm (75.00 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 33,716.04 mm². Moment of inertia Ix = 1,761,017.829 cm⁴, Iy = 17,808.523 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1905 mm | 75.00 in |
| Width (b) | 406.4 mm | 16.00 in |
| Web thickness (tw) | 11.1 mm | 0.44 in |
| Flange thickness (tf) | 15.9 mm | 0.63 in |
| Weight | 264.7 kg/m | 177.86 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 33,716.04 mm² | 52.260 in² |
| Moment of inertia (Ix) | 1,761,017.83 cm⁴ | 42308.45 in⁴ |
| Moment of inertia (Iy) | 17,808.52 cm⁴ | 427.85 in⁴ |
| Elastic section modulus (Sx) | 18,488.38 cm³ | 1128.235 in³ |
| Elastic section modulus (Sy) | 876.4 cm³ | 53.482 in³ |
| Plastic section modulus (Zx) | 21,944.05 cm³ | 1339.114 in³ |
| Plastic section modulus (Zy) | 1,370.73 cm³ | 83.647 in³ |
| Radius of gyration (rx) | 72.27 cm | 28.453 in |
| Radius of gyration (ry) | 7.27 cm | 2.861 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1252279